多亀裂問題の亀裂進展解析への応力補償変位不連続法の適用

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The rock mass properties such as deformability and strength are highly dependent on the existence of cracks. The crack propagation directly influences the decrease of effective Youngs modulus and rock mass failure, and the analysis of crack propagation is indispensable for the evaluation of mass properties.In this study, crack propagation analysis was conducted by applying SC-DDM (stress compensation-displacement discontinuity method) to the two-dimensional multi-crack model. Since it is difficult to consider mechanical interaction between all cracks which has arbitrary arrangements, the homogenization method was introduced in the analysis. The model, crack homogenization model, consists of infinite numbers of unit cells and each unit cell has the same crack distribution. Consequently, all cracks behave the same and the mechanical properties of the entire model can be estimated from the analysis of representative unit cell. Here, the alternative model of a single crack set is assumed. The procedure of crack propagation analysis was introduced and the optimization method of crack propagation angle was discussed. In this study, the accuracy of the analyses was verified through the evaluation crack propagation angle and crack profiles, then the characteristics of the crack propagation analysis was discussed. It was proved that the results have enough accuracy and that this method is suitable for the crack propagation analysis. It was also found that this model has a peak strength during crack propagation process, and the relation between loading angle and crack propagation stress was discussed.
社団法人資源・素材学会の論文
2004-09-25

多亀裂問題の亀裂進展解析への応力補償変位不連続法の適用

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